24C-042 Northampton High School Additions and AlterationsO
aa r•] L
MODIFIED RIPRAP
SLASHPAD
,,UMIT OF B
K STABILIZATION
UMIT OF WE
i .:=ALa pr-
90'--12" HDPP
1 DMH 10
SEE DETENTION BA
OUTLET PIPING ss!
NED OVERFL
106' -36" CLASS V RCP
21 S' -36" CLASS V RCP
1 2 11 k 1: 1
MODIFIED RIPRAP
NOTES:
1. SEE DRAVNN6S 4.01, L4.02, AND L4.03 FOR ALL SITE
GRADING INFORMATION. DRAWINGS C201 AND C2.02 ARE
FOR SITE DRAINAGE ONLY.
3. MAINTAIN DRAINAGE PATTERNS TO EXISTING DRAINAGE
SYSTEMS.
4. CONTRACT UMIT' UNE IS COINCIDENT WITH THE PROPERTY
UNE UNLESS OTHERWISE NOTED.
5. SEE DRAWINGS 1.01 AND C 1.02 (SITE UTIUTY
DEMOU11ON PLAN) FOR REMOVAL OF EXISTING UTIUTIES
6. SEE DRAWING C 2.03 FOR A SCHEDULE OF FRAME AND
INVERT ELEVATIONS FOR SANITARY AND STORM DRAINAGE
SYSTEMS.
S=0.005
CB 25
2 -0 RCP
S =0.005
CB 24
REVISIONS
DAZE wac cesCRFroI
DECEMBER 15. 1998 DRAWINGS ISSUED FOR BIDDING
AND CONSTRUCTION PURPOSES
NORTHAMPTON
HIGH SCHOOL
seo ELM ST.
rwarwAn+Pron, MA., 01060
ASSOCIATES
90 National Drive Glaetonburs Connecticut 06033
(860) 633 -8341
A
=KAESTLE BOOS=
ASSOCIATES,INC.E
:ARCHITECTS=
1
Bum bye Ji1M.
lades 1 1 .40'
SITE DRAINAGE
PLAN SOUTH
Diu MAY 30, ISM
C 2.02